Total Bridges
22,733
Public highway bridges in Oklahoma
State profile · Near national median SD
Oklahoma bridge safety
Condition ratings, load ratings, and structural-deficiency data for every public highway bridge in Oklahoma — drawn straight from the FHWA National Bridge Inventory.
- 22,733
- Public bridges
- 38.2%
- Good condition
- 7.5%
- Poor condition
- 7.5%
- Structurally deficient
Good Condition
38.2%
8,693 bridges rated 7-9
-11.8pp vs 50% benchmark
Poor Condition
7.5%
1,705 bridges rated 0-4
Structurally Deficient
7.5%
1,705 bridges flagged for repair priority
0.5pp vs national avg 7.0%
Oklahoma vs national bridge condition
Oklahoma — Good condition share 38.2%
National avg
Share of bridges rated 7-9 on the FHWA 0-9 scale (deck, superstructure, substructure all good).
Oklahoma — Structurally deficient share 25.0%
National avg
Lower is better. Bar maxes at 30% (worst-state ceiling). National average sits at 7.0%.
Condition Distribution
Bridge inventory deck-condition mix — Oklahoma (FHWA NBI)
Counties (77)
Adair 139 Alfalfa 386 Atoka 232 Beaver 189 Beckham 309 Blaine 271 Bryan 285 Caddo 414 Canadian 492 Carter 339 Cherokee 203 Choctaw 216 Cimarron 93 Cleveland 316 Coal 139 Comanche 592 Cotton 213 Craig 176 Creek 391 Custer 382 Delaware 159 Dewey 167 Ellis 152 Garfield 504 Garvin 323 Grady 446 Grant 471 Greer 225 Harmon 106 Harper 128 Haskell 153 Hughes 205 Jackson 284 Jefferson 150 Johnston 150 Kay 414 Kingfisher 294 Kiowa 474 Latimer 196 Le Flore 466 Lincoln 448 Logan 280 Love 130 Major 266 Marshall 78 Mayes 232 McClain 239 McCurtain 260 McIntosh 198 Murray 128 Muskogee 396 Noble 342 Nowata 126 Okfuskee 204 Oklahoma 1216 Okmulgee 305 Osage 356 Ottawa 265 Pawnee 171 Payne 384 Pittsburg 409 Pontotoc 238 Pottawatomie 400 Pushmataha 245 Roger Mills 153 Rogers 267 Seminole 293 Sequoyah 260 Stephens 380 Texas 110 Tillman 281 Tulsa 1124 Wagoner 253 Washington 214 Washita 361 Woods 310 Woodward 167
Oklahoma vs nearby ranks
Adjacent states on the structurally deficient leaderboard (lower share = better)
States are ranked by share of bridges flagged structurally deficient — the FHWA classification for any span where deck, superstructure, or substructure carries a condition rating of 4 or below. Lower percentages indicate stronger maintenance funding and inspection follow-through. States here sit immediately above and below Oklahoma on the same metric.
21
Kentucky
7.06% top marginal rate
33
New Hampshire
7.08% top marginal rate
40
Oklahoma
7.50% top marginal rate
35
New Mexico
7.61% top marginal rate
44
Rhode Island
7.69% top marginal rate
Bridges Needing Most Attention in Oklahoma
Six lowest-condition bridges in Oklahoma, ranked by composite NBI rating. Each is inspected at least every 24 months.
N3248 (WALNUT ST.)
PoorOver: RUSH CREEK (WALNUT ST.)
0.5 MI SE OF COURTHOUSE, Garvin, OK
Built 1920 Load: 0.1 t ADT: 4,200
N2280
Structurally DeficientOver: CREEK
1.2E 2.9N OF ARAPAHO, Custer, OK
Built 1920 Load: 1.8 t ADT: 24
N3070
Structurally DeficientOver: CREEK
7.E 3.S OF HUNTER, Garfield, OK
Built 1922 Load: 1.8 t ADT: 25
E0560
Structurally DeficientOver: BITTER CREEK
.5N 9E OF BISON, Garfield, OK
Built 1953 Load: 1.8 t ADT: 60
E0450
Structurally DeficientOver: CREEK
7W 2.5S OF I-35/CM TPK, Noble, OK
Built 1941 Load: 1.8 t ADT: 24
6338C
PoorOver: CREEK
.6 N & .2 W OF WANETTE, Pottawatomie, OK
Built 1940 Load: 1.8 t ADT: 70
All Bridges in Oklahoma
N3390 (UNION)
FairOver: LITTLE STILLWATER CREEK
.9S OF UNION/YOST, Payne, OK
Built 2017 Load: 90.7 t ADT: 50
S.H. 18
FairOver: CREEK
1.4 MI N JCT SH 3E, Pottawatomie, OK
Built 1963 Load: 90.7 t ADT: 14,000
S.H. 66
FairOver: CREEK
0.7 MI E TULSA-ROGERS, Rogers, OK
Built 1957 Load: 90.7 t ADT: 10,000
FAU 8341 (S HARVAR
FairOver: LITTLE JOE CREEK
5200 S. HARVARD AVE, Tulsa, OK
Built 1950 Load: 90.7 t ADT: 24,600
S.H. 50
FairOver: CREEK
4.2 MI S WOODS C/L, Woodward, OK
Built 1959 Load: 90.7 t ADT: 910
U.S. 70
FairOver: CREEK
12.1 MI E JEFFERSON C/L, Carter, OK
Built 1953 Load: 91.6 t ADT: 7,800
E1890
FairOver: WALNUT CREEK
2 S & .1 W JCT SH76 & 53W, Carter, OK
Built 2003 Load: 91.6 t ADT: 100
N3760
FairOver: CREEK
2.8 S 1.3 E OF YEAGER, Hughes, OK
Built 2017 Load: 91.6 t ADT: 100
E0810
FairOver: CREEK
1.2E; 3S OF OMEGA, Kingfisher, OK
Built 2007 Load: 91.6 t ADT: 25
E2070
FairOver: WINTERS CREEK
2. E BENNINGTON, Bryan, OK
Built 1994 Load: 92.5 t ADT: 75
E0790
FairOver: WALNUT CREEK
.8N 9.5E of SH33/US81, Kingfisher, OK
Built 2016 Load: 92.5 t ADT: 50
BETHEL RD.(N3430)
FairOver: CREEK
BETHEL RD\MCELROY .2S, Payne, OK
Built 1994 Load: 92.5 t ADT: 50
N2360
FairOver: SALT FORK RIVER BR.
4E 11.2N OF US64/SH14, Woods, OK
Built 2004 Load: 92.5 t ADT: 24
MUSKOGEE TP
FairOver: CREEK
T.P NO 11.32, Wagoner, OK
Built 1968 Load: 94.2 t ADT: 19,800
E1860
FairOver: CREEK
1S 1.6W JCT US-177/SH-53, Carter, OK
Built 2001 Load: 98.9 t ADT: 100
E0610
FairOver: CREEK
11.5E 1N .3E OF JCT51/81, Kingfisher, OK
Built 2012 Load: 98.9 t ADT: 50
N4580
FairOver: CREEK
2N OF TWIN OAKS, Delaware, OK
Built 2012 Load: 99.8 t ADT: 100
U.S. 59
FairOver: UNNAMED CREEK
3.5 MI.N.JCT.SH 51, Adair, OK
Built 1934 Load: 99.9 t ADT: 4,500
S.H. 51
FairOver: BIDDING SPRINGS
3.5 MI.SE.CHEROKEE CL, Adair, OK
Built 1937 Load: 99.9 t ADT: 2,800
U.S. 270
FairOver: CREEK
6.4 MI.E. JCT. SH23, Beaver, OK
Built 1932 Load: 99.9 t ADT: 2,200
N2637
FairOver: CREEK
.1S OF I40 & METHODIST, Canadian, OK
Built 1968 Load: 99.9 t ADT: 300
E0950
FairOver: CREEK
0.3 S; 2.5 W PIEDMONT, Canadian, OK
Built 2004 Load: 99.9 t ADT: 400
E. BOOMER ST.
FairOver: CREEK
0.2 E S MAIN ST, Cleveland, OK
Built 1995 Load: 99.9 t ADT: 100
U.S. 75
FairOver: CREEK
2.6 MI N ATOKA CO, Coal, OK
Built 1932 Load: 99.9 t ADT: 3,400
S.H. 48
FairOver: CREEK
4.3 MI N SH3, Coal, OK
Built 1939 Load: 99.9 t ADT: 580
N3820
FairOver: TRIB MUDDY BOGGY CREEK
6.3 N & .2 E OF COALGATE, Coal, OK
Built 2009 Load: 99.9 t ADT: 50
N3730
FairOver: CREEK
2N 1E .6N OF SH33/SH48, Creek, OK
Built 2002 Load: 99.9 t ADT: 100
2046C
FairOver: CREEK
4.5 W 1.9 S OF SH 33, Custer, OK
Built 1987 Load: 99.9 t ADT: 150
E0280 (2110C)
FairOver: CARR CREEK
8NE OF GROVE, Delaware, OK
Built 2012 Load: 99.9 t ADT: 350
U.S. 283
FairOver: CREEK
9.6 MI N SH15, Ellis, OK
Built 1935 Load: 99.9 t ADT: 750
BAILEY A TP (I-44)
FairOver: CREEK
T.P BR NO 25.77, Grady, OK
Built 1964 Load: 99.9 t ADT: 19,300
E1570
FairOver: CREEK
3 S 2.4 E RUSH SPRINGS, Grady, OK
Built 2000 Load: 99.9 t ADT: 100
E0260
FairOver: CREEK
2.2S 1.4E OF POND CREEK, Grant, OK
Built 1940 Load: 99.9 t ADT: 25
E0110
FairOver: CREEK
3N 3.3E OF SH11/SH11A, Grant, OK
Built 2017 Load: 99.9 t ADT: 100
E1320
FairOver: CREEK
1 N .5 E OF HORNTOWN, Hughes, OK
Built 2015 Load: 99.9 t ADT: 100
E1790
FairOver: CREEK
.1 S 3.5 E OF BROMIDE, Johnston, OK
Built 2017 Load: 99.9 t ADT: 100
N3690
FairOver: SANDY CREEK
.5N 1W OF WAPANUKA, Johnston, OK
Built 2019 Load: 99.9 t ADT: 24
U.S. 60
FairOver: CREEK
11.5 MI E JCT I 35, Kay, OK
Built 1969 Load: 99.9 t ADT: 7,600
N3180
FairOver: CREEK
1.2S OF BRAMAN 1E OF I-35, Kay, OK
Built 2014 Load: 99.9 t ADT: 38
N2890
FairOver: CREEK
7E .1N OF OKARCHE, Kingfisher, OK
Built 2001 Load: 99.9 t ADT: 25
S.H. 49
FairOver: CREEK
1.2 MI E S.H. 54, Kiowa, OK
Built 1918 Load: 99.9 t ADT: 80
S.H. 115
FairOver: SADDLE MTN. CREEK TRIB.
1.8 MI N COMANCHE C/L, Kiowa, OK
Built 1935 Load: 99.9 t ADT: 120
S.H. 115
FairOver: SADDLE MOUNTAIN CREEK
2.3 MI N COMANCHE C/L, Kiowa, OK
Built 1935 Load: 99.9 t ADT: 120
IRR E1620
FairOver: CREEK
0.5 N OF SNYDER, Kiowa, OK
Built 1995 Load: 99.9 t ADT: 100
U.S. 59
FairOver: CREEK
8.93 NW JCT US-259, Le Flore, OK
Built 1932 Load: 99.9 t ADT: 2,800
U.S. 271
FairOver: ROCK CREEK
0.65 NE JCT US-270, Le Flore, OK
Built 1970 Load: 99.9 t ADT: 6,100
U.S. 59 BYPASS
FairOver: CREEK
3.50 N JCT US-271, Le Flore, OK
Built 2000 Load: 99.9 t ADT: 11,300
U.S. 59 BYPASS
FairOver: POLK CREEK
3.30 N JCT US-271, Le Flore, OK
Built 2000 Load: 99.9 t ADT: 11,300
N3230
FairOver: CREEK
.6W 1.4S OF COYLE, Logan, OK
Built 2000 Load: 99.9 t ADT: 150
E0630
FairOver: BRIDGE CREEK
2.5N 6.7W of MULHALL, Logan, OK
Built 2018 Load: 99.9 t ADT: 100
Showing 12,251-12,300 of 22,733 bridges
Data sourced from the FHWA National Bridge Inventory (NBI), latest released cycle. See our methodology for details. Retrieved and formatted by PlainBridges Editorial.
Disclaimer: This information is provided for informational purposes only and does not constitute professional advice. Data is sourced from the FHWA National Bridge Inventory (NBI). A "structurally deficient" rating is a repair-priority signal, not a closure or unsafe-to-cross designation. Consult a qualified civil engineer before making decisions based on this data.
Understanding Bridge Conditions
How FHWA rates bridge condition on a 0-9 scale.
Check Your Daily Bridges
How to look up bridge condition data for bridges on your route.
Read our methodology — how this data is sourced, computed, and verified.